引文
[1]漆泰岳,高波,马亮.富水软土地层地铁开挖地表沉降离心模型试验[J].西南交通大学学报,2006,41(2):184-189.(QITaiyue,GAO Bo,MA Liang.Centrifugal model test for groundsurface subsidence cause by metro tunneling in saturated soft claystrata[J].Journal of Southwest Jiaotong University,2006,41(2):184-189.(in Chinese))
[2]吴波,刘维宁,索晓明.隧道降水施工地表沉降的渗流-应力耦合分析[J].岩石力学与工程学报,2006,25(增1):2979-2984.(WUBo,LIUWeining,SUO Xiaoming.Seepage and stresscoupling analysis of land subsidence induced by dewatering andtunneling.Chinese Journal of Rock Mechanics and Engineering,2006,25(supp.1):2979-2984.(in Chinese))
[3]李又云,刘保健,谢永利.软土结构性对渗透及固结沉降的影响[J].岩石力学与工程学报,2006,25(增2):3587-3592.(LI Youyun,LIUBaojian,XIE Yongli.Influences of permeabilityand consolidation settlement on structure of soft clay[J].ChineseJournal of Rock Mechanics and Engineering,2006,25(supp.2):3587-3592.(in Chinese))
[4]朱万成,康玉梅,杨天鸿,李占海,刘继山.基于数字图像的岩石非均匀性表征技术在流固耦合分析中的应用岩[J].土工程学报,2006,28(12):2087-2091.(ZHU Wan-cheng1,KANGYu-mei1,YANG Tian-hong,LI Zhan-hai,LIU Ji-shan.Ap-plication of digital image-based heterogeneity characterization incoupled hydromechanics of rock Chinese Journal of GeotechnicalEngineering[J].2006,28(12):2087-2091.(in Chinese))
[5]王志华,席仁强,陈国兴.考虑流固耦合的桥梁桩基地震反应研究现状.南京工业大学学报(自然科学版),2009,31(1):106-112.(WANG Zhihua,XI Renqiang,CHENGuoxing.Stateof arts on response of bridge of pile foundation under earthquakeexcitation[J].Journal of Nanjing University of Technology(Natu-ral Science Edition),2009,31(1):106-112.(in Chinese))
[6]李祥春,郭勇义,吴世跃,聂百胜.考虑吸附膨胀应力影响的煤层瓦斯流-固耦合渗流数学模型及数值模拟[J].岩石力学与工程学报,2007,26(增1):2743-2748.(LI Xiangchun,GUOYongyi,WU Shiyue,NIE Baisheng.Mathematical model and nu-merical simulation of fluid-solid coupled flow of coal-bed gasconsidering swelling stress of adsorption[J].Chinese Journal ofRock Mechanics and Engineering,2007,26(supp.1):2743-2748.(in Chinese))
[7]李建波,陈健云,李静.渗流场对地铁隧道沉降与受力影响的流固藕合分析[J].防灾减灾工程学报,2008,28(4):441-446.(LI Jianbo,CHEN Jianyun,LI Jing.Coupled fluid-me-chanical analysis of settlement and stability of subway tunnel[J].Journal of Disaster Prevention and Mitigation Engineering,2008,28(4):441-446.(in Chinese))
[8]吉小明,王宇会,阳志元.隧道开挖问题中的流固耦合模型及数值模拟岩土力学[J].2007,28(增):379-384.(JI Xiaoming,WANG Yuhui,YANG Zhiyuan.Hydromechanical coupling modeland numerical simulation of tunnel excavation[J].Rock and SoilMechanics,2007,28(supp.):379-384.(in Chinese))
[9]何翔,冯夏庭,张东晓.岩体流-固耦合的Taylor展开随机有限元模拟[J].岩石力学与工程学报,2007,26(增1):2608-2612.(HE Xiang,FENG Xiating,ZHANG Dongxiao.Taylor ex-tension stockastic FE simulation of fluid-solid coupling in rock[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(supp.1):2608-2612.(in Chinese))
[10]张广明,刘合,张劲,彪仿俊,吴恒安,王秀喜.油井水力压裂流-固耦合非线性有限元数值模拟[J].石油学报,2009,30(1):113-116.(ZHANG Guangming,L IU He,ZHAN GJin,BIAOFangjun,WU Hengan,WANG Xiuxi.Simulation of hydraul icfracturing of oil well based on fluid-sol id coupl ing equation andnon-linear finite element.ACTA PETROL EI SINICA,2009,30(1):113-116.(in Chinese))
[11]张蓓.浅埋暗挖隧道施工引起地表沉降的控制措施研究[J].岩土工程技术,2007,21(5):265-268.(ZHANG Bei.Groundsettlement control measures in shallow depth excavation[J].Geotechnical Engineering Technique,2007,21(5):265-268.(in Chinese))
[12]J.P.Carter,J.R.Booker,and J.C.Small.The Analysis ofFinite Elasto-Plastic Consolidation[J].International Journal forNumerical and Analytical Methods in Geomechanics,1979(2):107-129.
[13]P.A.Vermeer,and A.Verruijt.An Accuracy Condition for Consol-idation by Finite Elements[J],International Journal for Numericaland Analytical Methods in Geomechanics,1981(5):1-14.
[14]E.E.Alonso,A.Gens,A.Josa.A constitutive model for par-tially saturated soils[J].Geotechnique,1990,40(3):42-51.
[15]L.Barden.Consolidation of compacted and unsaturated clays[J].Geotechnique,1965,15(3):257-286.
[16]Bao Chenggang.Properties of unsaturated soils and slope stability ofexpansive soil[C],Proc.2nd Int.Conf.Unsat,Beijing,1998(2).
[17]吴波,刘维宁,高波,等.地铁分岔隧道施工性态的三维数值模拟与分析[J].岩石力学与工程学报,2004,23(18):2451-2456.(Wu Bo,Liu Weining,Gao Bo,et al.3D simulationand analysis of construction behavior of forked metro tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(18):2451-2456.(in Chinese))
[18]吴波,高波,骆建军.地铁区间隧道水平旋喷预加固效果数值模拟[J].西南交通大学学报,2004,39(5):605-608.(Wu Bo,Gao Bo,Luo Jianjun.Numerical simulation of reinforcing effect ofhorizontal drilling jet-ground pegs on Shenzhen metro tunnel be-tween stations[J].Journal of Southwest Jiaotong University,2004,39(5):605-608.(in Chinese))
[19]Itasca Consulting Group Inc.FLAC.3D.User's Guide[M].USA:[s.n.],1997.